Technical Papers
Jan 7, 2020

Feasibility of Two Northeastern Species in Three-Layer ANSI-Approved Cross-Laminated Timber

Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 3

Abstract

Cross-laminated timber (CLT) is a massive panel product made from orthogonal layers of solid-sawn lumber. Because of its composite nature and engineered layup, CLT provides the possibility of a substantial market for underutilized and lower-quality tree species. This paper presents a study that evaluates the structural performance of three-layer CLT panels fabricated from two such tree species grown in the northeastern US: eastern hemlock and eastern white pine. A total of 17 panels measuring 99×305×3.048  m were fabricated and tested to evaluate major and minor axis bending properties (apparent and effective bending stiffness and bending moment capacity) and major axis shear property (effective shear stiffness). When compared with reference design values of the American National Standards Institute/American Plywood Association (ANSI/APA) PRG 320 established CLT grades, the results show that both eastern hemlock and eastern white pine panels satisfy baseline structural performance requirements of the ANSI/APA PRG 320 standard.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This material is based on work supported by the Massachusetts Executive Office of Energy and Environmental Affairs (EOEEA), Award CTENV08081700000000000430. The authors are also grateful for the help of Mr. John Pierce, shop manager of the Building and Construction Technology Program at the University of Massachusetts Amherst, as well as Mr. Eric Waterman for their assistance during this project.

References

Aicher, S., and G. Dill-Langer. 2000. “Basic considerations to rolling shear modulus in wooden boards.” Otto-Graf-J. 11: 157–165.
American Wood Council. 2015. National design specification for wood construction. Leesburg, VA: American Wood Council.
ANSI (American National Standards Institute). 2012. Standard for performance-rated cross-laminated timber. ANSI/APA PRG 320. New York: ANSI.
ANSI (American National Standards Institute). 2018a. Standard for performance-rated cross-laminated timber. ANSI/APA PRG 320. New York: ANSI.
ANSI (American National Standards Institute). 2018b. Standard for adhesives for use in structural glued laminated timber. ANSI 405. Washington, DC: APA.
ASTM. 2013a. Standard test methods of static tests of lumber in structural sizes. ASTM D198. West Conshohocken, PA: ASTM.
ASTM. 2013b. Standard test method for strength properties of adhesive bonds in shear by compression loading. ASTM D905. West Conshohocken, PA: ASTM.
Baumgras, J. E., P. E. Sendak, and D. L. Sonderman. 2000. “Ring shake in eastern hemlock: Frequency and relationship to tree attributes.” In Proc., Symp. on Sustainable Management of Hemlock Ecosystems in Eastern North America, 156–160. Washington, DC: USDA.
Butler, B. 2016. Forests of Massachusetts, 2015. Newtown Square, PA: USDA.
Fellmoser, P., and H. J. Blass. 2004. “Influence of rolling shear modulus on strength and stiffness of structural bonded timber elements.” In Vol. 37 of Proc., of Int. Council for Research and Innovation in Building and Construction: Working Commission W18—Timber Structures. Edinburgh, UK.
Fortune, A. L., and P. Quenneville. 2010. “A feasibility study of New Zealand Radiata Pine crosslam.” In Incorporating sustainable practice in mechanics and structures of materials, 885–889. Boca Raton, FL: CRC Press.
ICC (International Code Council). 2015. International building code. Country Club Hills, IL: ICC.
Kramer, A., A. R. Barbosa, and A. Sinha. 2013. “Viability of hybrid poplar in ANSI approved cross-laminated timber applications.” J. Mater. Civ. Eng. 26 (7): 06014009. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000936.
Kreuzinger, H. 1999. “Platten, Scheiben und Schalen: Ein Berechnungsmodell fur gangige Statikprogramme.” Bauen Mit Holz 101 (1): 34–39.
Liao, Y., D. Tu, J. Zhou, H. Zhou, H. Yun, J. Gu, and C. Hu. 2017. “Feasibility of manufacturing cross-laminated timber using fast-grown small diameter eucalyptus lumbers.” Constr. Build. Mater. 132 (Feb): 508–515. https://doi.org/10.1016/j.conbuildmat.2016.12.027.
McClure, M. S. 1987. In Vol. of 851 Biology and control of hemlock woolly adelgid. New Haven, CT: Connecticut Agricultural Experiment Station New Haven.
NELMA (Northeastern Lumber Manufacturers Association). 2013. Standard grading rules for northeastern lumber. Cumberland Center, ME: NELMA.
Reynolds, R. 2017. “Engineering the conversation plinth.” Accessed December 4, 2019. https://bensonwood.com/bensonwood-clt-columbus-indiana/.
Ross, R. J. 2010. Wood handbook: Wood as an engineering material. Madison, WI: Forest Products Society.
USDA Forest Service. 2013. “Hemlock woolly adelgid coordinated commitment to improved management and restoration of hemlock: 2014–2018.” Accessed December 4, 2019. http://www.michigandnr.com/FTP/forestry/Mech/FHH/2013/hwa/Article/HWA%20National%20Initiative%20Strategic%20Plan%202014-18.pdf.
Wang, Z., H. Fu, Y. Chui, and M. Gong. 2014. “Feasibility of using poplar as cross layer to fabricate cross-laminated timber.” In Proc., 13th World Conf. on Timber Engineering. Quebec: FPInnovations.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 32Issue 3March 2020

History

Received: Mar 13, 2019
Accepted: Aug 5, 2019
Published online: Jan 7, 2020
Published in print: Mar 1, 2020
Discussion open until: Jun 7, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Hamid Kaboli [email protected]
Ph.D. Candidate, Dept. of Environmental Conservation, Univ. of Massachusetts, Amherst, MA 01003. Email: [email protected]
Professor, Dept. of Environmental Conservation, Univ. of Massachusetts, Amherst, MA 01003 (corresponding author). ORCID: https://orcid.org/0000-0003-3723-7338. Email: [email protected]
Seth Lawrence [email protected]
Research Assistant, Dept. of Environmental Conservation, Univ. of Massachusetts, Amherst, MA 01003. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share